A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction of Large and Deep Bridge Pier Foundations with Pressed-In Pipe Pile Cells
Circular and semi-circular shaped pipe pile cell foundations were constructed in a river and on its levee to support a new expressway viaduct Tokyo, Japan. The piles were 59.5 m (195 ft) long and 800 mm (31.5 in) in diameter and designed to be embedded in a dense sand layer. In order to safely install the length of the interlocked pipe piles under the existing girder, piles were hydraulically pressed into the ground and repeatedly spliced with mechanical joints. The press-in piling operation with water jetting successfully accomplished highly accurate installation.
Construction of Large and Deep Bridge Pier Foundations with Pressed-In Pipe Pile Cells
Circular and semi-circular shaped pipe pile cell foundations were constructed in a river and on its levee to support a new expressway viaduct Tokyo, Japan. The piles were 59.5 m (195 ft) long and 800 mm (31.5 in) in diameter and designed to be embedded in a dense sand layer. In order to safely install the length of the interlocked pipe piles under the existing girder, piles were hydraulically pressed into the ground and repeatedly spliced with mechanical joints. The press-in piling operation with water jetting successfully accomplished highly accurate installation.
Construction of Large and Deep Bridge Pier Foundations with Pressed-In Pipe Pile Cells
Takuma, Takefumi (author) / Kajino, Koji (author) / Nozaki, Tsunenobu (author) / Nagano, Masashi (author)
Geo-Congress 2020 ; 2020 ; Minneapolis, Minnesota
Geo-Congress 2020 ; 163-174
2020-02-21
Conference paper
Electronic Resource
English
Construction of Large and Deep Bridge Pier Foundations with Pressed-In Pipe Pile Cells
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